HomeMy WebLinkAboutROOF-20-0342 • s City of Arcadia, CA f n ' _ o q �: ,, Perm> Nod'R00F, 20r 0342:"
Development Services Department ir 9i ,eE=B f,,, :1 Perrrf:tType Roof
240 West Huntington Drive,Post Office Box 60021 .� t F I F' �,' ,,
1, p ri Work Clossi cation Reroof Residential
I Arcadia,CA 91066-6021 k ' � a ,,., s
+a �4 (626)574-5416 tx"�9i.,1,4;4:7,,!,,,,; ,�� :d ' PermitStptu_5 issued
CAIA �� Issue Date,02/27/2020. Expiration:
Addr NO. Dir Prefix Street Name Street Suffix Unit City,State,Zip Parcel Number
936 HAMPTON RD Arcadia,CA 91006-1913 5769012009
Contacts
Anil and Geeta Mehta Owner COSMIC RENOVATION&ROOFING,INC* Contractor
936
(818)497-4929 1035295
Description:T/O AND REROOF HOUSE AND GARAGE WITH 1 Valuation: $ 19,000.00.. . • Tenant
EAGLE LITE,WALNUT CREEK BLEND OVER NEW SHEATHING
41
WHERE REQUIRED. HOA APPROVAL ON FILE,STRUCTURAL 1Total Sq Feet: 0.00 k Plan Check# Plan#
CALCS IN FILE
Fees Amount Payments Amount Paid
Building Issuing Fee $47.01 Total Fees $440.81
Building Permit Fees $387.55 Cash/Receipt#REC-03993-20 $440.81
Solid Waste Management Fee $6.25
Amount Due: $0.00
Total: $440.81
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CALLS FOR INSPECTIONS
Request for inspection by telephone at 626-574-5450. Leave a message
1!1 Ce!VIETED requesting the address,timeframe and what inspection item is needed.
This permit/plan review expires by time limitation and becomes null and
void if the work authorized by the permit is not commenced within 180 days
from the date of issuance or if the permit is not obtained within 180 days
from the date of plan submittal.This permit expires and becomes null and
void if any work authorized by this permit is suspended or abandoned for 180
consecutive days or if no progressive work has been verified by a City of
Arcadia building inspector for a period of 180 consecutive days.
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February 27, 2020
Issued By: Date .
February 27,2020 Page 1 of 1
U, - q�1
PERMIT/PLAN REVIEW APPLICATION•
...,-;:tow,„ Development Services Department,240 West Huntington Drive,Post Office Box 60021
Arcadia, CA 91066-6021, (626) 574-5416,Fax(626)447-9173
City of
Arcadia
LENSED CONTRACTOR'S DECLARATION WORKERS'COMPENSATION DECLARATION
I ereby affirm under penalty of perjury that I am licensed" under provisions of I hereby affirm under penalty of perjury one of the following:
Chapter 9(commencing with Section 7000,of Division 3 of the Business and
Professions Code,and my license is in full rce
and effect. ❑ I have and will maintain a certificate of consent to self insure for workers'
License Class( '3 \ Licens o. IQ/_7.�0 9SExp. DateO/(/34/,N compensation, as provided for by Section 3700 of the Labor Code, for the
Signature of Contractor id—i' 1 performance of the work for which this permit is issued.
OWNER-BUILDER DECLARATION�� ❑ I have and will maintain workers'compensation insurance,as required by Section
❑ I hereby affirm under penalty of perjury that I am exempt from the Contractors 3700 of the Labor Code,for the performance of the work for which this permit
License Law for the following reason(Section 7031.5,Business and Professions is issued.My workers'compensation insurance carrier and policy numbers are:
Code.Any city or county which requires a permit to construct,alter,improve, Carrier
demolish,or repair any structure,prior to its issuance,also required the applicant
Policy Number
for such permit to file a signed statement that he or she is licensed pursuant to the
provisions of the Contractors License Law(Chapter 9(commencing with Section (This section need not be completed if the permit is for one hundred dollars or less)
7000)of Division 3 of the Business and Professions Code)or that he or she is
exempt there from and the basis for the alleged exemption. Any violation of ❑II certify that in the performance of the work for which this permit is issued,I shall
Section 7031.5 by any applicant for a permit subjects the applicant to a civil not employ any person in any manner so as to become subject to the workers'
penalty of not more than five hundred dollars($500)): compensation Laws of California,and agree that if I should become subject to the
workers'compensation provisions of Section 3700 of the Labor Code,I shall
D I, as owner of the property, or my employees with wages as the' forthwith comply with those provisions.
compensation,will do the work,and the structure is not intended or offered for (1a/a'�/oZ�Signatnre t .11/C CQ
sale(Section 7044,Business and Professions Code:The Contractors Licen Date
Law does not apply to an owner of property who builds or improves thereo i,
or who does such work himself or herself or through his or her ow
employees,provided that such improvements are not intended or offered ft.'. WARNING: Failure to secure Workers'Compensation coverage is_unlawful,
sale.If,however,the building or improvement is sold within one(1)year of and shall subject an employer to criminal penalties and civil fines up to one
completion,the owner-builder will have the burden of proving that he or she hundred thousand dollars($100,000),in addition to the cost of compensation,
did not build or improve for the purpose of sale). damages as provided for in Section-3706 of the Labor Code, interest, and
attorney's fees. -
❑I, as owner of the property, am exclusively contracting with licensed
-
contractors to construct the project(Section 7044,Business and Professions
Code:The Contractors License Law does not apply to an owner of property CONSTRUCTION LENDING AGENCY
who builds or improves thereon, and who contracts for such projects with a I hereby affirm under penalty of perjury that there is a construction lending agency
contractor(s)licensed pursuant to the Contractors License Law). for the performance of the work for which this permit is issued (Section 3097,
Civil Code).
❑ I am exempt under Section 7044,Business and Professions Code,for this reason:
Lender's Name
Date Signature Lender's Address ,
IMPORTANT:APPLICATION IS HEREBY MADE TO THE BUILDING OFFICIAL FOR A PERMIT SUBJECT TO THE CONDITIONS AND
RESTRICTIONS SET FORTH ON THIS APPLICATION AND THE FOLLOWING:
1. The City's approved plans and permit inspection card must remain on the job site for use by City inspection personnel.
2. Final inspection of the work authorized by this permit is required.A Certificate of Occupancy must be obtained prior to use and occupancy of new butldmgs
and structures. �
3. Per South Coast Air Quality Management District(AQMD)regulations,renovation and remodeling work that results in the removal,stripping,or'aftenng
of asbestos containing materials requires an asbestos survey and removal prior to disturbing the asbestos.Please contact AQMD at(909)396-2000 for
further information.
(Name ( .- 1- I e€V \ Title
PRINT NAME
I certify that I have read this application and state that the above information is correct and that I am the owner or duly authorized agent of the owner.
I agree to comply with all City ordinances and State Laws relating to building construction. I hereby authorize representatives of the City of
Arcadia to enter upon the above-mentioned property for inspection purposes.
Si ture C Date
City of Arcadia, CA <„ � WkiftNo RALT 20,0329,
240eWesrt Huntingtonent sDr Drive,Post Office Box 60021Iv �rtmentr - PermrtType Residenfial Add�tton/Alteration
k t WorkClossrficabonRes Remodel,
Arcadia,CA 91066-6021 ,, 3
(626)574 5416 * 00 „` " ` ' �"i " 1' PermltStp s Issued;:
d .fie _-
.A C D I . , „4)Issue`Date 02/26/2020 I Expiration:
Addr NO. - Dir Prefix Street Name Street Suffix Unit City,State,Zip Parcel Number _
936 HAMPTON RD Arcadia,CA 91006-1913 5769012009
Contacts
Anil and Geeta Mehta Owner COSMIC RENOVATION&ROOFING,INC* Contractor
936
(818)497-4929 1035295
vazzimumsummums
Description:WATERPROOF BALCONY DECK WITH Valuation: $ 1,000.00 Tenant
UNDERLAYMENT TITANIUM UDL
Total Sq Feet: 0.00 Plan Check# Plan#
Fees Amount payments Amount Paid
Building Issuing Fee $47.01 Total Fees $172.83
Building Permit Fees $61.65 Cash/Receipt#REC-03973-20 $172.83
Building Plan Review Fee $40.08
Cal Green Plan Check $4.01 Amount Due: $0.00
Energy Plan Review Fee $12.33 '-'
Green Building Standard $1.00
Solid Waste Management Fee $6.25
Strong Motion Inst.Program Res $0.50
Total: $172.83
CALLS FOR INSPECTIONS
Request for inspection by telephone at 626-574-5450. Leave a message
drequesting the address,timeframe and what inspection item is needed.
ee-
dZ____
This permit/plan review expires by time limitation and becomes null and
J4:-8-06 / void if the work authorized by the permit is not commenced within 180 days
from the date of issuance or if the permit is not obtained within 180 days
'ED
the date of plan submittal.This permit expires and becomes null and
, void if any work authorized by this permit is suspended or abandoned for 180
- ��I1 :` GD consecutive days or if no progressive work has been verified by a City of
i� l Arcadia building inspector for a period of 180 consecutive days.
eFebruary 26, 2020
Issued By: ' Date
February 26,2020 Page 1 of 1
,,
•
of ARe
�`4
.7FOR7V.1 ••
7 PERMIT/PLAN REVIEW APPLICATION
0. .," n Development Services Department,240 West Huntington Drive,Post Office Box 60021
Y% Arcadia, CA 91066-6021, (626) 574-5416,Fax(626) 447-9173
City of
Arcadia
LICENSED CONTRACTOR'S DECLARATION WORKERS'COMPENSATION DECLARATION
❑ I hereby affirm under penalty of perjury that I am licensed under provisions of I hereby affirm under penalty of perjury one of the following:
Chapter 9(commencing with Section 7000,of Division 3 of the Business and
Professions Code,and my license is in full force and effect. ❑ I have and will maintain a certificate of consent to self-insure for workers'
License Clas439/8 Lice e No.1o35.2 q 5Exp. Date 11/.2 Z
Signature of Contractor compensation, as provided for by Section 3700 of the Labor Code, for the
performance of the work for which this permit is issued.
OWNER-BUILDER DECLARATION ❑ I have and will maintain workers'compensation insurance,as required by Section
❑ I hereby affirm under penalty of perjury that I am exempt from the Contractors 3700 of the Labor Code,for the performance of the work for which this permit
License Law for the following reason(Section 7031.5,Business and Professions is issued.MyAo
rers'cimpensation insuranceparrier and policy numbers are:
Code.Any city or county which requires a permit to construct,alter,improve, Carrier D T A, 'Qi J n ok
demolish,or repair any structure,prior to its issuance,also required the applicant 1Z,Z ''(`'1 '�
for such permit to file a signed statement that he or she is licensed pursuant to the Policy Number f
provisions of the Contractors License Law(Chapter 9(commencing with Section
(This section need not be completed if the permit is for one hundred dollars or less)
7000)of Division 3 of the Business and Professions Code)or that he or she is
exempt there from and the basis for the alleged exemption. Any violation of ❑ I certify that in the performance of the work for which this permit is issued,I shall
Section 7031.5 by any applicant for a permit subjects the applicant to a civil not employ any person in any manner so as to become subject to the workers'
penalty of not more than five hundred dollars($500)): compensation Laws of California,and agree that if I should become subject to the
workers'compensation provisions of Section 3700 of the Labor Code,I shall
❑I, as owner of the property, or my employees with wages as their sole forthwith comply with those provisions.
compensation,will do the work,and the structure is not intended or offered for
sale(Section 7044,Business and Professions Code:The Contractors License
(Date 2 - ZEa 2.0 Signature
Law does not apply to an owner of property who builds or improves thereon,
or who does such work himself or herself or through his or her own .
employees,provided that such improvements are not intended or offered for WARNING: Failure to secure Workers'Compensation coverage is unlawful,
sale.If,however,the building or improvement is sold within one(1)year of and shall subject an employer to criminal penalties and civil fines up to one
completion,the owner-builder will have the burden of proving that he or she hundred thousand dollars($100,000),in addition to the cost of compensation,
did not build or improve for the purpose of sale). damages as provided for in Section 3706 of the Labor Code, interest, and
attorney's fees.
❑I, as owner of the property, am exclusively contracting with licensed -
-
contractors to construct the project(Section 7044,Business and Professions
Code:The Contractors License Law does not apply to an owner of property CONSTRUCTION LENDING AGENCY
who builds or improves thereon,and who contracts for such projects with a I hereby affirm under penalty of perjury that there is a construction lending agency
contractor(s)licensed pursuant to the Contractors License Law). for the performance of the work for which this permit is issued (Section 3097,
Civil Code).
❑ I am exempt under Section 7044,Business and Professions Code,for this reason:
Lender's Name
Date Signature Lender's Address
IMPORTANT:APPLICATION IS HEREBY MADE TO THE BUILDING OFFICIAL FOR A PERMIT SUBJECT TO THE CONDITIONS AND
RESTRICTIONS SET FORTH ON THIS APPLICATION AND THE FOLLOWING:
1. The City's approved plans and permit inspection card must remain on the job site for use by City inspection personnel.
2. Final inspection of the work authorized by this permit is required.A Certificate of Occupancy must be obtained prior to use and occupancy of new buildings
and structures.
3. Per South Coast Air Quality Management District(AQMD)regulations,renovation and remodeling work that results in the removal,stripping,or altering
of asbestos containing materials requires an asbestos survey and removal prior to disturbing the asbestos.Please contact AQMD at(909)396-2000 for
further information.
ame P001-4:0 •' Title /15.est
PRINT NAME
I certify that I have read this application and state that the above information is corre t and that I am the owner or duly authorized agent of the owner.
I agree to comply with all City ordinances and State Laws relating to building construction. I hereby authorize representatives of the City of
Arcadia to enter upon the abov•-mentioned property for inspection purposes.
ignature / Date
2 ' Z6. ZO
CITY OF ARCADIA File# 1 q t
HOA ARCHITECTURAL REVIEW BOARD
SHORT REVIEW APPLICATION
PLEASE COMPLETE THE FOLLOWING INFORMATION (REQUIRED):
PROJECT ADDRESS 9 3 AMR-4-01Q a., A R.(A P'i A ZIP 9 O 0 G,
APPLICANT(S) NAME ttA or\I'A ) ETA A A•K p p`
MAILING ADDRESS 3 2 V 0,0(11-1-0" s�
CITY AYCc-d'i STATE Cck . ZIP 9l v 0 C
E-MAIL ADDRESS 5,e.500:1, \ -c ( ‘ife4,1 o , cooft
TELEPHONE NO. C2C 20 C q e Cd 6,26 V(+O -- 2_22_
PROPERTY OWNER(S) NAME 2� c 1/4.4, A`e16 M e —ao
MAILING ADDRESS Solyv—z_ D\SattL d.re.—
CITY STATE ZIP
E-MAIL ADDRESS
TELEPHONE NO. ° - OK.S a1/4-to
PROJECT TYPE(Check applicable):
❑ Single-Story Remodel and Addition 0 Landscaping and Hardscaping 0 Sport Court and Related Features
O Detached Accessory Structure (not 0 Pool and Spa Equipment 0 Fences and/or Walls
ADUs)
❑ Façade Improvement 0 Mechanical Equipment ❑ Ground-Mounted Solar
❑ In-Ground Swimming Pools/Spa with ❑ Above Ground Swimming, ❑ Fountains,Water Features, or
Water Features Pools and Spa Statues
' GENERAL DESCRIPTION OF PROJECT: Clay c-
c-:.L ,...mjeffmay e a mar t
C OE3re-reJa Z 5_ tc5 5_t05r -'i•Ls' "14NUr
a-(Z
DOES THE PROJECT REQUIRE DISCRETIONARY APPROVAL BY THE DEVELOPMENT SERVICES DIVISION(E.G., g ,go
PROTECTED'TREES,ADMINISTRATIVE MODIFICATIONS,ETC.)? 0 Yes No
If Yes, submit copies of the requests to the ARB for concurrent consideration
THE APP ICA61'�ARPERTY OWNER HEREBY DECLARE UNDER PENALTY OF PERJURY THAT ALL THE INFORMATION
ED FOR THIS APPLICATION IS TRUE AND CORRECT.
APPLICANT'S SIGNATUREIG _yr- DATE
P°- Wr e— s \9, . 2J3 2c1
PROPERTY OWNER'S SIGNATURE DATE
ACTIONS AND FINDINGS
II APPROVED 0 CONDITIONALLY APPROVED ❑ DENIED
CONDITIONS OR REASONS FOR DENIAL:
BY: (leDATE: 7/z..44 1'2 0 EXPIRATION:
THERE IS A TEN(10)DAY APPEAL PERIOD FOR THIS APPLICATION. APPEALS MUST BE SUBMITTED IN WRITING TO THE COMMUNITY
DEVELOPMENT DIVISION WITH A$600.00 APPEAL FEE BY P.M.ON
HOA Short Review -4- 11/19
HOA MAP AND ARB CONTACT INFORMATION
The Short Review process is for minor alterations to the existing house or to the property, and is
reviewed by the ARB Chair, or designee. The proposed project must comply with the City's Single-
Family Residential Design Guidelines.
1. PRELIMINARY INFORMATION GATHERING
Obtain and carefully review the specific zoning regulations and Design Guidelines for applicable to the
subject property. It is imperative that the proposed project is consistent with the both Zoning regulations
and Design Guidelines. Information regarding the Zoning and Design Guidelines can be obtained from
City's website at www.ArcadiaCA.gov and the Planning Division Counter.
2. CONTACT THE ARB CHAIRPERSON
Contact the ARB Chairperson to arrange a preliminary discussion of the design ideas for the site.
Conceptual plans, example photos, and renderings are encouraged for the ARB Chairperson to identify
any concerns early in the process.
3. ZONING COMPLIANCE
After a preliminary set of plans have been developed, please bring your plans to the Planning Services
Counter in City Hall for a preliminary review of the project. Planning staff may provide informal verbal
comments on zoning compliance and whether other discretionary permits are needed for the project.
These comments should be addressed prior to submitting to the ARB. Please note that these comments
will be general and additional issues may arise when Planning staff conducts a thorough review of the
application. "
4. SUBMIT COMPLETE APPLICATION TO THE ARB
Once the applicant has compiled a "completed application," it should be submitted to the ARB
Chairperson to begin the review process. The applicant should follow the checklist included with the
application form. The checklist is intended to be comprehensive. Smaller projects, such as additions,
need not needed to conform to all the submittal requirements.
5. REVIEW OF APPLICATION
The application will be reviewed for completeness within 14-days of submittal.The ARB Chairperson will
notify the applicant if the application is found tobe incomplete. Incomplete means that either all
information required was-not submitted or,some of that information was found inadequate or inconsistent
with the Design Guidelines.You will be told what information we need to make your application complete.
Revised plans must be resubmitted with 90-days of the date of the incompletion letter or the application
will be consider withdrawn.
6. ARB DECISION
Within 14-days of a complete' application being submitted, the ARB Chairperson shall approve,
conditionally approve, or deny, the application. The ARB Chairperson may defer action and refer the
application to the ARB for review and final decision under the Regular Review process. Within 10-days
days after final action,by the ARB, a notice of the decision shall be mailed to the applicant and all other
persons who requested notice of the decision from the ARB.
7. BUILDING AND PLANNING PERMITS
After the project is approved, the next step will be to apply for a building permit. If the project requires
approval of any discretionary permits from the Planning Division those applications must be submitted
and processed prior to submitting plans to Building Services. The ARB's approval is valid for 12 months
following the date of final-approval. The approval must be exercised prior to the expiration date.
HOA Short Review -3- 12/19
its
DARY ENGINEERING m 2207 Merced Ave
South El x( ) 9;91733213
yengineering.com
.
ROOF REPORT February 27,2020
Client: Project Address:
Cosmic Renovation&Roofing,Inc. 936 Hampton Rd.
1800 Sutter St,Unit 775 Arcadia,CA 91008
Concord,CA 94520
Subject: Remove existing Calshake tiles and Replace with Eagle light weight concrete tile.
Pursuant to your request,we have reviewed the roof framing of the structure at the above address for structural
adequacy for accommodating the proposed new roofing material.The house is conventionally framed.
Existing building summary:
Use of Building = S.F.D.
Number of Stories= Two
Building Area = 4.842 SF
•Year Built = 1942
Construction Type= Type V-B
Existing roof System: •
Roof pitch of 4:12,and appears to be in sound condition. QROFE$$/0N
Calshake composite tile@4.3 psf ��� 9e
1x6 Skip sheathing ` �i
5
1/2" Plywood sheathing SCD 1 j C \
2x6 Roof Rafters @24"O.C.max span 12'-0", '.,_—:. : on
23
2x4(Real)Roof Rafters @24"O.C.max span 8'-0"
2x12(Real)Purlin max span 10'-0" 1 * 0
4x12 Ridge Beam max.span 16'-0"
4x12 Hip beam max span 14'-0" • (12'
��
2x6 Continuous Purlin max span 6'-0", T C' "
9F°F CALO"\
Proposed new roofing materials:
Eagle light weight concrete tile @ 7.2 psf. IAMPO#1900
Min. 1-30#ASTM Felt Paper roofing underlayment
7/16" Plywood sheathing where occurs,w/8d common nails@6:12 .
Conclusion,
Calculations show that existing roof framing members are adequate t sypporie proposed roofing materials.
It is therefore;our opinion that re-roofing with the same concrete tO l 4tet`ompromise the structural integrity
of the roof system at the named project. , 0 �°V��,,\l�y ` r'1V�
The determination of the roof's structural,integrity is oakgd n i aIvobse ,�atidn a �{�'Irnow�,mechanical
properties of wood.After re-roofing,asmalll amogo€ de e tibn'm,t„h aft�r� frlay 11,86°servedThis condition is
cosmetic only and should not affect the rtf`uctur rote rit 'of \r`o"of f ariii`` \°°�1r '''. OP
Based on our review of the structure webelieve tka •liektrthreJiail�deq.Va*amRuh�t of braced walls,sufficient
to resist lateral loads. It is our opinion that-she`s Uct `e�tM a equate t\d��Us'tairk\ttie�°new,.,sei mic loads generated
due to the proposed work. Q�`\� ` \�"�°�1 ;.,1.:\ °~ `,e'`� ,,\k-*i `
Instructions to Roofer: , \�e'' \��\Z�� • �,•'
1. Insure proper nailing of(E) 1x4 skip sheathing,see,sI,ib'et SD.1 V" '
2. Provide(N)plywood over(E)skip sheathing;atta i pke� heets SD2
2. Provide metal straps @i6"O.C. at roof ridge,attach"per sheet SD3.
3. Provide metal straps @ 24"O.C.at roof ridge,attach per sheet SD4
936 Hampton Drive Job No. 227-20
DARY ENGINEERING Project Title: 936 HamptonDr
_
nri,Merced Avenue Engineer: D.Yassin
South El Monte,CA 91733 Project ID: 227-20
213-725-8011 Project Descr:Re-roofing with light weight concrete tile
213-291-0778
Daryengineering@yahoo.com Printed:27 FEB 2020,12:44PM
=- , File=C\Users\DiAAYA-1\DOCUME-1\ENERCA 11936 Hampton Rd ec6 :
Mlli�l le S m le Beam g P
p �. - ��: _. . � _-._W � ;. _ ...;� Software copyright ENERGALC,INC 1983 2020,Build:1220 1.31,. :-
Lid #l KW206008304 "' ,� ''
"b ARYENGINEERING;;-
Description :
Wood Beam Design : 2x6 Roof Rafters
Calculations per NDS 2005,IBC 2006,CBC 2007,ASCE 7-05
BEAM Size: 1.50 X 5.50,Sawn, Fully Braced
Using Allowable Stress Design with ASCE 7-10 Load Combinations,Major Axis Bending
Wood Species: Douglas Fir-Larch Wood Grade: No.1
Fb-Tension 1,000.0 psi Fc-Prll 1,500.0 psi Fv 180.0 psi Ebend-xx 1,700.0 ksi Density 31.210 pcf
Fb-Compr 1,000.0 psi Fc-Perp 625.0 psi Ft 675.0 psi Eminbend-xx 620.0 ksi
Applied Loads
Unif Load: D=0.010, Lr=0.020 k/ft,Trib=1.330 ft
Design Summary
Max fb/Fb Ratio = 0.716• 1 D(0.01330)Lr(0.02660) •
fb:Actual: 1,337.47 psi at 6.500 ft in Span#1 n a g _,t; ' r ",?„,..,,,r',!, i , xt; °4 t,
Fb:Allowable: 1,868.75 psi 1.50 X 5.50
Load Comb: +D+Lr+H
Max fv/FvRatio= 0.196: 1 I 13.0 ft
fv:Actual: 44.01 psi at 12.567 ft in Span#1
Fv:Allowable: 225.00 psi
Load Comb: +D+Lr+H Max Deflections
Max Reactions (k) D Lr. Lr a W E H Transient Downward 0.486 in Total Downward 0.729 in
Left Support 0.09 0.17 Ratio 320 Ratio - 213
Right Support 0.09 0.17 LC:Lr Only LC:+D+Lr+H
•Transient Upward 0.000 in Total Upward 0.000 in
Ratio 9999 Ratio 9999
LC: LC:
Wood Beam Design : 2x4 Roof Rafters
Calculations per NDS 2005,IBC 2006,CBC 2007,ASCE 7-05
BEAM Size: 2.0 X 4.0,Sawn, Fully Braced
Using Allowable Stress Design with ASCE 7-10 Load Combinations,Major Axis Bending
Wood Species: Douglas Fir-Larch Wood Grade: No.1
Fb-Tension 1,000.0 psi Fc-Prll 1,500.0 psi Fv 180.0 psi Ebend-xx 1,700.0 ksi Density 31.210 pcf
Fb-Compr 1,000.0 psi Fc-Perp 625.0 psi Ft 675.0 psi Eminbend-xx 620.0 ksi
Applied Loads
Unif Load: D=0.010, Lr=.0.020 klft,Trib=2.0 ft
Design Summary
Max fb/Fb Ratio = 0.578. 1 D 0.020 Lr 0.040
fb:Actual: 1,080.00 psi at 4.000 ft in Span#1 _ ,A,
Fb:Allowable: 1,868.75 psi 2.0*4.0
Load Comb: +D+Lr+H
Max fv/FvRatio= 0.184: 1 1
8.0 ft I
fv:Actual: 41.40 psi at 0.000 ft in Span#1
Fv:Allowable: 225.00 psi
Load Comb: +D+Lr+H Max Deflections
Max Reactions (k) D L Lr S W E H Transient Downward 0.204 in Total Downward 0.307 in
Left Support 0.08 0.16 Ratio 469 . Ratio 313
Right Support 0.08 0.16 LC: Lr Only LC:+D+Lr+H
Transient Upward 0.000 in Total Upward 0.000 in
Ratio 9999 Ratio 9999
LC: LC:
DARY ENGINEERING Project Title: 936 HamptonDr
' 220fMercad Avenue ' Engineer: D.Yassin
South El Monte,CA 91733 Project ID: 227-20
213-725-8011 Project Descr:Re-roofing with light weight concrete tile
213-291-0778
Daryengineering@yahoo.com Printed:27 FEB 2020,12:A1PM
MU�tlple SIIlllpr@ ..- File=C•Wsers\DIAAYA-1\DOCUME 1\ENERCA 11936 Hampton Rd ec6'.
��� Software copyrighENERCALC INC 1963-20.20,Build:1220131
Ltc# 4'4 "1).:;, b"ARY ENZING=
,..... '.,,21....0600$304 '
...,,, .y.-. „ .�� n :.»o ..,, , _ .,_,,,,,,», .� e �r:�,�.�a�. ,.✓.tea,x�. ... ..,,a r�"�`""§`..,•�.r1 �>,.�. .a..�..m�.��reg ,&:�xp..�...�a,�...<.,, ..,
Wood Beam Design : 2x12 Continuous Purlin
Calculations per NDS 2005,IBC 2006,CBC 2007,ASCE 7-05
BEAM Size: 2.0 X 12.0,Sawn, Fully Unbraced
Using Allowable Stress Design with ASCE 7-10 Load Combinations,Major Axis Bending
Wood Species: Douglas Fir-Larch Wood Grade: No.1
Fb-Tension 1,000.0 psi Fc-Prll 1,500.0 psi Fv 180.0 psi Ebend-xx 1,700.0 ksi Density 31.210 pcf
Fb-Compr 1,000.0 psi Fc-Perp 625.0 psi Ft 675.0 psi Eminbend-xx 620.0 ksi
Applied Loads
Unif Load: D=0.010, Lr=0.020 klft,Trib=6.50 ft
Design Summary D(0.0650 Lr(0.130)
Max fb/Fb Ratio = 0.653; 1r
fb:Actual: 609.38 psi at 5.000 ft in Span#1 . rsr -3
Fb:Allowable: 933.30 psi17. °° g , ;4,
Load Comb: +D+Lr+H X, 2.0 x 12.0
Max fv/FvRatio= 0.218: 1 10.0 ft
fv:Actual: 49.16 psi at 9.033 ft in Span#1
Fv:Allowable: 225.00 psi
Load Comb: +D+Lr+H Max Deflections
Max Reactions (k) 0 L Lr S W E H Transient Downward 0.060 in Total Downward 0.090 in
Left Support 0.33 0.65 , Ratio 1997 Ratio 1331
Right Support 0.33 0.65 LC:Lr Only LC:+D+Lr+H
Transient Upward 0.000 in Total Upward 0.000 in
Ratio 9999 Ratio 9999
LC: LC:
Wood Beam Design : 2x6 Continuous Purlin
Calculations per NDS 2005,IBC 2006,CBC 2007,ASCE 7-05
BEAM Size : 2x6,Sawn, Fully Unbraced
Using Allowable Stress Design with ASCE 7-10 Load Combinations,Major Axis Bending
Wood Species: Douglas Fir-Larch Wood Grade: No.1
Fb-Tension 1,000.0 psi Fc-Prll 1,500.0 psi Fv 180.0 psi Ebend-xx 1,700.0 ksi Density 31.210 pcf
Fb-Compr 1,000.0 psi Fc-Perp 625.0 psi Ft 675.0 psi Eminbend-xx 620.0 ksi
Applied Loads
Unif Load: D=0.010, Lr=0.020 klft,Trib=6.50 ft
Design Summary D(0.0650 Lr(0.130)
Max fb/Fb Ratio = 0.938 1 � i- R F r .. •
fb:Actual: 1,392.40 psi at 3.000 ft in Span#1 ----,... .ii-4-7-
, �`
Fb:Allowable: 1,485.15 psi :.:%,..� _ - ,,
Load Comb: +D+Lr+H 2x6
Max fv/FvRatio= 0.403: 1 6.0 ft
fv:Actual: 90.76 psi at 5.560 ft in Span#1
Fv:Allowable: 225.00 psi
Load Comb: +D+Lr+H Max Deflections
Max Reactions (k) D L Lr S w E H Transient Downward 0.108 in Total Downward 0.162 in
Left Support 0.20 0.39 Ratio 667 Ratio 445
Right Support 0.20 0.39 LC: Lr Only LC:+D+Lr+H
Transient Upward 0.000 in Total Upward 0.000 in
Ratio 9999 Ratio 9999
LC: LC:
DARY ENGINEERING Project Title: 936 HamptonDr
2207 Merc4d Avenue ' Engineer: D.Yassin
South El Monte,CA 91733 Project ID: 227-20
213-725-8011 Project Descr:Re-roofing with light weight concrete tile
213-291-0778
Daryengineering@yahoo.com Printed:27 FEB 2020,12:41 PM
Multi ie S m ie Beam File-C\Users\DIAAYA-1\DOCUME 1\ENERCA-11936Ham tonRdec6;
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p ._�_.... .:.. ..,� „,,.,, _. _ Software copyrightENERCALC,INC 1983-2020 Build:1220,1,31 .--
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"Lica# R 0600a3bd • <.,,,., . ::. '17...,,°::,.„...,,,„44;;,.,.7'4,,,.% . . . ,,., bARY ENGINERING:,
Wood Beam Design : 4x12 Hip
Calculations per NDS 2005,IBC 2006,CBC 2007,ASCE 7-05
BEAM Size : 4x12,Sawn, Fully Braced
Using Allowable Stress Design with ASCE 7-10 Load Combinations,Major Axis Bending
Wood Species: Douglas Fir-Larch Wood Grade: No.1
Fb-Tension 1,000.0 psi Fc-PrIl 1,500.0 psi Fv 180.0 psi Ebend-xx 1,700.0 ksi Density 31.210 pcf
Fb-Compr 1,000.0 psi Fc-Perp 625.0 psi Ft 675.0 psi Eminbend-xx 620.0 ksi
Applied Loads
Unif Load: D=0.0->0.10, Lr=0.0->0.20 k/ft,0.0 to 14.0 ft
Design Summary
Max fb/Fb Ratio = 0.446. 1D(00,0 10) o 0 0 20)
fb:Actual: 613.10 psi at 8.073 ft in Span#1 < •- - .
Fb:Allowable: 1,375.00 psi s ., >- <
Load Comb: +D+Lr+H 4x12 e
Max fv/FvRatio= 0.191 : 1 14.0 ft
fv:Actual: 43.02 psi at 13.067 ft in Span#1
Fv:Allowable: 225.00 psi
Load Comb: +D+Lr+H Max Deflections
Max Reactions (k) D L Lr S W E H Transient Downward 0.123 in Total Downward 0.185 in
Left Support 0.23 0.47 Ratio 1362 Ratio 908
Right Support 0.47 0.93 LC: Lr Only LC:+D+Lr+H
Transient Upward 0.000 in Total Upward 0.000 in
Ratio 9999 Ratio 9999
LC: LC:
Wood Beam Design : Ridge Beam
Calculation§per NDS 2005,IBC 2006,CBC 2007,ASCE 7-05
BEAM Size: 4.0 X 12.0,Sawn, Fully Braced
Using Allowable Stress Design with ASCE 7-10 Load Combinations,Major Axis Bending
Wood Species: Douglas Fir-Larch Wood Grade: No.1
Fb-Tension 1,000.0 psi Fc-PrIl 1,500.0 psi Fv 180.0 psi Ebend-xx 1,700.0 ksi Density 31.210 pcf
Fb-Compr 1,000.0 psi Fc-Perp 625.0 psi Ft 675.0 psi Eminbend-xx 620.0 ksi
Applied Loads
Unif Load: D=0.010, Lr=0.020 k/ft,Trib=6.50 ft
Design Summary
Max fb/Fb Ratio = 0.624. 1 D(0.0650 Lr(0 130)
fb:Actual: 780.00 psi at 8.000 ft in Span#1 .: ,,-'r „ rye, •
Fb:Allowable: 1,250.00 psi . ,��. �. � � � ,
Load Comb: +D+Lr+H 4.0 X 12.0
rr
Max fv/FvRatio= 0.191 : 1 16.0 ft
fv:Actual: 42.90 psi at 0.000 ft in Span#1 I j
Fv:Allowable: 225.00 psi
Load Comb: +D+Lr+H Max Deflections
Max Reactions (k) D L Lr S W E H Transient Downward 0.197 in Total Downward 0.295 in
Left Support 0.52 1.04 Ratio 975 Ratio 650
Right Support 0.52 1.04 LC:Lr Only LC:+D+Lr+H
Transient Upward 0.000 in Total Upward 0.000 in
Ratio 9999 Ratio 9999
LC: LC:
~'r—r i (E)2NE1 FLOEr LN.
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Z N 936 Hampton Rd.Arcadia, CA 91006 :. y°g l r) [ k3A Z
D ti N SHEET NAME: t� ly '� 5y �' m
in V a I', Li � `m m
g EXISTING ROOF FRAMING PLAN 7F n
D.
(E)4x12 R.BEAM °ARYENcwnwc
7A7 Mann]CA.9Aven1B
UE
SLL 2OI9.CA 91731
TEL 2132914779
FAX.21.769EfiE6
(E) 2x6 R.RAFTER —(E) 1/2" CDX.
@ 16" O.C. PLY'D. • ENGINEER
(E) 2x4 R.TIE � L
@ 48" O.C. _
u u��
/I1 W I N N N I 61 II 61 NV,
(E) 2x8 C.JOIST
@ 16" O.C.
8'
1ST. FLOOR o
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• U 0
8' Q �.
0
W
Q
2ND. FLOOR o E •
h
26'
REVISIONS: DATE
/ SECTION A-A
N.T.S. DATE: 2/27/2020
\_ PROJECT Na 227-20
SCALE: N.TS.
r
SHEET NO
A2\ice
7
■
DARN,ENGINEERING
2237 Merced Avenue
.. _ .. .. .. Soteh El Mettle.CA.91733 -
TEL.213237-0778
FAX 213.769.8656
: EXISTINGR. RAFTERS . >/fes T /fes T /fes. . „ T .
IIIIMI
' j 1"
/ / / !! '/ '/ / - . ENGINEER STAMP:
IlERVAlti
1 ./ r/ �/ �-/ MI $ 2)
N2-NAILSORSTAPLES PER
1X SKIP SHEATHNG.
Z/ Z/ . .r/ r/ %/ r/ . .
: 1X SHEATFING:.
r./ ' % " / " '/ r ./- r .
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o0 Z. ,
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NEW ROOFSHEATHING ,a: � =",, DDV 5 Q� 9 Z
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NOTES . U _'
\\ .1.411.1X4 SKIP SHEATHING.SHALL HAVE A MINIMUM.2-8D NAILS AT EACH RAFTER. Q 1 •
i 2.FOR EDGES PARALLEL.TO EXISHING DECKING,•:A 12'.MINIMUM LAP. ce N .
3:MINIMUM PANEL SHEATHING SHALL NOT BE LESS THAN 2 FEEI•IN.Y DTH • y g Q °"
12 w E'w Y' '
NEW.PLYWOOD'SHEATHING. • AND:MUST.SPAN OVER A MINIMUM.OF THREE:JOIST.SPACES.. e o cu < .N
OVER EXISTING.DECKING. N ce=
z
REVISIONS: DATE:
1' )(4 SHEATHING NAILING . . • . o
N:T.SCALE
DATE: .2/27/2020
'PROJECT No.' 227-20
r SCALE: N.T.S.
SHEET NO:
5D1
' f / DAR2277MY ENGIe:Nu9nuo
NEERING
V1 SGIS EI MaIe,CA 91733
kfkTEL 21391-0778
/\ ^ ,\ ,\
,\ /�A FAX 213469E656
� DaGn gmeNoygyaoo.�
EXISTING R. RAFTERS >
IIMMEMMI
A.! ` ENGINEER
t zotl(p
! . I 10, L
.IF /
I
1 ilMIN.:2—NAILS OR = APLES PER ,
Z/ Z/ 1� // / r/ 1X SKIP SHEA G =
// / iY j/ j / // /
ff[[�j 1X SHEATHNG
, / �� /Z,/
�� / Z / , / Z
EDGE NAIL'G
EXISTING BOARD DECKING ,�!%
BOUNDARY NAILING ...-5'.***. C9 0
j-� - o Z
NEW ROOF SHEATHING i�..
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• EDGE NAIL'G� �;!!� ca C7
-% NOTES: z
VERIFY BLOCK TO T.PLATE 0 F=
-
�\\, METAL CONN. OR 3-8D
AT EACH BLOCK. 1. ALL 1X4 SKIP SHEATHING SHALL HAVE A MINIMUM 2-8D NAILS AT EACH RAFTER. Q Q
2. FOR EDGES PARALLEL TO DISHING DECKING, A 12° MINIMUM LAP. I
= co
0
+ 3. MINIMUM PANEL SHEATHING SHALL NOT BE LESS THAN 2 FEET IN IMD11 y-2 ZL Cl
PLYWOOD SHEATHING <0 m Y
AND MUST SPAN OVER A MINIMUM OF THREE JOIST SPACES. in
OVER EXISTING DECKING w IY= z
m '' X
& N
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•
1X4 SKIP SHEATHING \AILING RENS DATE:
N.T.SCALE Z.• o
DATE: 2272020
PROJECT No. 227-20
SCALE N.T.S.
SHEET NO.
• SD1
DNIN
El
DAR\'ENGINEERING
SaAh OWN°C.91733
TYPICAL EDGE NAILINGE.N.) TEA-21329»78
FAX 213-769
6 INCHES ON CENTER. 3/8' MIN. TOA ^—^
EDGE OF SHEET & SUPPORT). ROOF JOISTS (EXISTING)
ENGTNEER STAMP.
—
AINIVAIMIlik
_111151111 . ��= :
D M
AM
DAQY ENGINEERING
2237 Mmmd A�UB
Scan El Meem213.2 C&91733
2139
TEL 1-0778
FAX.213769. 6
Cz7a9YWim.mn
SIMPSON CS20 ENG NEER STAMP:
EQ. EQ.
f 16" / 16" SIMPSON CS18 •- ".
SIMPSON CS16
ALSO MAY BE USED
6-8D EACH SIDE 20GA STRAP
MINIMUM @ 16"O.C.
/vim
EXIST.2X R.R. ��\ EXIST.2X R.R.
@ 16"0.C. i A @ 16"0.C. o
o 71
R. BOARD z
a gU
a
ix
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a
-6 o
c
�
w Q 0
TYPICAL STRAP DETAIL BENSONS: ��
N.T.SCALE
DATE 2272020
PROJECT Na 227-20
SCALE: J N.T.S.
SHEET NQ
5D3
DARY ENGINEERING
2707 Marco]Agave
SUE EI Mane.CA 91733
TEL 213.231.0779
��FAX.213769.8556
03 31,99.1.9@,eeoomm
SIMPSON CS20 � ,
EQ. / EQ. SIMPSON CS18
16" 16" ."4.07.0"SIMPSON CS16
ALSO MAY BE USED
6-8D EACH SIDE .20GA STRAP
MINIMUM @ 24"O.C.
/�\ Fa..
EXIST.2X R.R. j v ��\ EXIST.2X R.R.
@ 24 O.C. A @ 24"0.C.
0
a
z.
R. BOARD
a
73 re
U =
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}
REVISIONS: DATE:
TYPICAL STRAP DETAIL '
N.T.SCALE
DATE: 2/27/2020
PROJECT No. 227-20
SCALE: N.TS.
SHEET 50.
5D4
4%4
EVALUATION REPORT Number: 4900
TM Originally Issued: 01/15/2016 Revised: 11/05/2018 Valid Through:, 01/31/2020
EAGLE ROOFING PRODUCTS 3.0 PRODUCT USE
3546 N.Riverside Avenue 3.1 General: Eagle Roofing Product's Concrete Roof Tiles
Rialto,CA 92377 recognized in this report are identified in Tables 2A through
www.easleroofina.com 2D of this report. These tiles:
CONCRETE ROOF TILES • Satisfy the requirements of ASTM C1492;
•. Provide a Class A Fire Retardant Classification
CSI Section: 07 3216 Concrete Roof Tiles when tested on combustible decks in accordance
with ASTM E108.
1.0 RECOGNITION
3.2 Anchoring: Eagle Roofing Product's Concrete Roof
The Eagle RoofingProduct's Eagle and 'Ea elte;T / Tiles shall be anchored by mortar or adhesively attached in
g 'r t
Interlocking Concrete Roofing Tiles recognized in this report accordance with each respective adhesive manufacturer's
have been evaluated for weather resistance, wind uplift' approved research report.
resistance,and fire retardant classification and found to be in
compliance with IBC Chapter 15 and IRC Chapter 9 for use 3.3 Wind uplift resistance is addressed in Section 4.0 of this
as a component in a Class A, B or C roof covering. The report..
following code editions are recognized:
4.0 PRODUCT DESCRIPTION
• 2018, 2015, 2012, International Building Code®
(MC) 4.1 General: Eagle Roofing Product's Concrete Roof Tiles
• 2018, 2015, 2012, International Residential Code® installation shall be in accordance with the applicable code,
(IRC) the Concrete and Clay Roof Tile Installation Manual for
• 2016, 2013 California Building Code (CBC) and Moderate Climate Regions, dated August 2015, published
2016,2013 California Residential Code(CRC)—See by the Tile Roofing Institute and the Western States Roofing
attached Supplement Contractors Association, and this report. In the event of a
• 2017,2014 Florida Building Code,Building(FBC- conflict,provisions of this report govern. The TRI manual
Building) and 2017, 2014 Florida Building Code, is available for download attached to ER-2015 from the UES
Residential (FBC, Residential)-See attached website at www.uniform-es.org. The Eagle roof tiles and
Supplement Eaglelite roof tiles are similar in production except that the
Eaglelite tiles are produced with lightweight aggregates in
2.0 LIMITATIONS lieu of sand. Figure 1 of this report includes typical profiles
of the Eagle roof tiles.
2.1 The roof tiles shall be manufactured, identified and
installed in accordance with this report,the applicable code 4.2 Attachment:Tiles shall be attached to the roof structure
and the Roof Tile Installation Manual. In the event of a based the applicable code as noted in Table 1 of this report:
conflict this report governs.
Table 1
2.2 Eagle Roofing Product's"concrete roof tile shall be Attachment Design
installed on roof slopes of 2%units vertical in 12 units Applicable Design
horizontal(21-percent slope)or greater."(2018 and 2015 Code Criteria for Applicability information
Location
IBC Section 1507.3.2). Roof Tile
Ultimate Design Wind
22.3 The supporting structure shall be designed to support the or 18,2015 Installation
pP g l;n PP 2012 IBC Speeds(Va)_<130 MPH Manual&Table
loads and is beyond the scope of this report. and Mean RoofHeight<_60 1507.3.7 of the
feet
applicable IBC
2.4 When under the 2018 IBC underlayment attachment will Roof Tile
conform with Section 1507.1.1. 2018,2015 Mean Roof Height<40 feet Installation
or 2012 IRC Manual&Section
2.5 The roof tiles are produced.in Sumterville,FL;Rialto, R9053.7
CA;Stockton,CA;and Phoenix,AZ;under a quality
control program.
MW
The product described in this Uniform Evaluation Service(UES)Report has been evaluated as an alternative material,design or method of construction in order to satisfy and comply VNC'��
with the intent of the provision of the code,as noted in this report,and for at least equivalence to that prescribed in the code in quality,strength,effectiveness,fire resistance,durability
and safely,as applicable,In accordance with IBC Section 104.11.This document shall only be reproduced in its entirety.
Copyright m 2018 by International Association of Plumbing end Mechanical Officials.All rights reserved.Printed In the United States. Ph:1-877-4IESRPT•Fax:909.472.4171 ANSI
web:www.uniform-es.org•4755 East Philadelphia Street,Ontario,California 91761-2816—USA wcrtmmn
ISOAEC 07065
Page 1 of 7 roOdoncAcizE .Body
EVALUATION REPORT Number: p r 1900
TM Originally Issued: 01/15/2016 Revised: 11/05/2018 Valid Through: 01/31/2020
4.3 Fire Classification: Eagle Roofing Product's Concrete
Roof Tiles, installed in accordance with this evaluation (1)report,are Class A roof coverings in accordance with Section �---
1505.2 of the IBC and Section R902.1 of the IRC, as Brian Gerber,P.E.,S.E.
applicable. Roof classifications for adhesively attached Vice President,Technical Operations
systems shall be in accordance with the adhesive Uniform Evaluation Service
manufacturer's approved research report.5.0 IDENTIFICATION Ziragd
Shipping pallets are identified with the report holder's name Richard Beck,PE,CBO,MCP
(Eagle Roofing Products), manufacturing address, product Vice President,Uniform Evaluation Service
name,installed weight,shift and date of production,the UES
Mark of conformity and evaluation report number (ER-
1900). The tiles produced in the Sumterville, Florida
manufacturing facility are additionally identified with GP Russ Chaney
"Florida" imprinted on each tile. Either UES Mark of CEO,The IAPMO Group
Conformity may be used as shown below:
For additional information about this evaluation report please visit
www.uniform-es.org or email at info@uniform-es.org
IAP
MO
ES
TM or
IAPMO UES ER-1900
6.0 SUBSTANTIATING DATA
Data in accordance with ICC-ES AC180, dated February
2012 (editorially revised March 2018), manufacturer's
descriptive literature and installation instructions.Test results
are from laboratories in compliance with ISO/IEC 17025.
Eagle Roofing Product's Concrete Roof Tiles are
manufactured in the facilities specified in Tables 2A through
2D of this report,under a quality control program.
7.0 STATEMENT OF RECOGNITION
This evaluation report describes the results of research
carried out by IAPMO Uniform Evaluation Service on
Eagle Roofing Product's Concrete Roof Tiles to assess its
conformance to the codes and standards shown in Section
1.0 of this report and documents the product's certification.
Products are manufactured at the location noted in Section
2.5 of this report under a quality control program with
periodic inspections under the supervision of IAPMO
UES.
Page 2 of 7
INV-
! ! 1 ► ► Number: f-. 1900
TM Originally Issued: 01/15/2016 Revised: 11/05/2018 Valid Through: 01/31/2020
Table 2A-Tiles Manufactured at Stockton,California
Tile Installed Dry Dimemsions2 Tile Factor Tile Type
Weight' (inch)
(psf) Length X Width TF(ft3) Ratio'
Capistrano 9.0 17 X 123/, 1.4625 1.039 Type I-High Profile
Malibu 9.0 17 X 123/8 1.486 1.056 Type II-Medium Profile
Bel Air 9.8 17 X 123/, 1.4683 1.044 Type III-Low Profile
Ponderosa 9.8 17 X 123/8 1.4683 1.044 Type III-Low Profile
Golden Eagle 9.8 17 X 123/8 1.4683 1.044 Type III-Low Profile
Double Eagle Ponderosa 9.8 17 X 123/, 1.4683 1.044 Type III-Low Profile
Estate 9.8 17 X 123/8 1.4683 1.044 Type III-Low Profile
Double Eagle Bel Air 9.8 17 X 123/, 1.4683, 1.044 Type III-Low Profile
Eaglelite Capistrano 5.7 17 X 123/8 1.4625 1.039 Type I-High Profile
Eaglelite Malibu 5.7 17 X 123/8 1.486 1.056 Type II-Medium Profile
Eaglelite Ponderosa 7.2 17 X 123/, 1.4683 1.044 Type III-Low Profile
Eaglelite Bel Air 7.2 17 X 123/8 1.4683 1.044 Type III-Low Profile
Eaglelite Double Eagle7 2 17 X 123/8 1.4683 1.044 Type III-Low Profile
Ponderosa
For SI:1 inch=25.4 mm,1 psf=4.88 kg/m2
Table 2B-Tiles Manufactured at Rialto,California
Tile Installed Dry Dimemsions'' Tile Factor Tile Type
Weight' (inch)
(psf) Length X Width IT(ft3) Ratio 1
Capistrano 9.0 17 X 123/, 1.4625 1.039 Type I-High Profile
Malibu 9.0 17 X 123/8 1.486 1.056 Type II-Medium Profile
Bel Air 9.8 17 X 123/8 1.4683 1.044 Type III-Low Profile
Estate 9.8 17 X 123/, 1.4683 _ 1.044 Type III-Low Profile
Double Eagle Bel Air 9.8 17 X 123/8 1.4683 1.044 Type III-Low Profile
Ponderosa 9.8 17 X 123/8 1.4683 1.044 Type III-Low Profile
Double Eagle Ponderosa 9.8 17 X 123/8 1.4683 1.044 Type III-Low Profile
Golden Eagle 9.8 17 X 123/8 1.4683 1.044 Type III-Low Profile
Eaglelite Capistrano 5.7 17 X 123/, 1.4625 1.039 Type I-High Profile
_Eaglelite_Mali.bu 5.7 r:; t: . __ 17 X 1.23/8, 1.486 1.056_ Type Il.-Medium Profile
i. ,.;EagleliteJ'onderosa 7.2 _ . 7 X
_, 1 123/s_? 1:4683"��----'''T.:644',,°:,,, a,,;TypeIII Low Profile
For SI:1 inch=25.4 mm,1 psf=4.88-14/0"-- = '�'�`'"
_- '"` " _
•
•
Page 3 of 7
' I ► ► I Number: 1=900
TM Originally Issued: 01/15/2016 Revised: 11/05/2018 Valid Through: 01/31/2020
Table 2C-Tiles Manufactured at Phoenix,Arizona .
Tile Installed Dry DimemsionsZ Tile Factor Tile Type
Weight' (inch)
(psi) Length X Width TF(ft3) Ratio'
Capistrano 9.0 17 X 123/8 1.4625 1.039 Type I-High Profile
Malibu 9.0 17 X 123/8 1.486 1.056 Type II-Medium Profile
Bel Air 9.8 17 X 123/8 1.4683 1.044 Type Ill-Low Profile
Estate 9.8 17 X 123/s 1.4683 1.044 Type Ill-Low Profile
Double Eagle Bel Air 9.8 17 X 123/s 1.4683 1.044 Type Ill-Low Profile
• Ponderosa 9.8 17 X 123/8 1.4683 1.044 Type III-Low Profile
Double Eagle Ponderosa 9.8 17 X 123/8 1.4683 1.044 Type III-Low Profile
Golden Eagle 9.8 17 X 123/8 1.4683 1.044 Type III-Low Profile
For SI:1 inch=25.4 mm,1 psf=4.88 kg/m2
Table 2D-Tiles Manufactured at Sumterville,Florida
Tile Installed Dry DimemsionsZ Tile Factor Tile Type
Weight' (inch)
(psi) Length X Width TF(ft3) Ratio'
Capistrano 8.8 17 X 123/8 1.4625 1.039 Type I-High Profile
Malibu 7.95 17 X 123/8 1.486 1.056 Type II-Medium Profile
Bel Air 9.8 17 X 123/8 1.4683 1.044 Type Ill-Low Profile
Estate 9.8 17 X 123/8 1.4683 1.044 . Type III-Low Profile
Double Eagle Bel Air 9.8 17 X 123/8 1.4683 1.044 Type III-Low Profile
Ponderosa 9.8 17 X 123/8 1.4683 1.044 Type III-Low Profile
Double Eagle Ponderosa 9.8 17 X 123/s. 1.4683 1.044 Type Ill-Low Profile
Golden Eagle 9.8 17 X 123/8 1.4683 1.044 Type Ill-Low Profile
For SI:1 inch=25.4 mm,1 psf=4.88 kg/m2
Notes:
1. Used on a 3-inch headlap
2. Nominal Dimension
.,...., ,,, .
,88, , \iT
\ ) f. D.
A: \ ave 1 'i 5778'
a. \__. _ . • __' �
\` _12318'_.. - ` 10'' 123c}..• 11 sE'." 1`.57!8:
Capistrano - Malibu Typical Low-Profile Tile
•
Page4of7
4111i *
! ! o k ► i IP
Number: 19:OQ'
TM Originally Issued: 01/15/2016 Revised: 11/05/2018 Valid Through: 01/31/2020
FIGURE 1
CONCRETE TILE AND TRIM PROFILES
' „T\ s-c-c\T\
\__r¢a"` \—.—m--♦
Boosted Capistrano Capistrano Malibu
5\ _.i,,',\ \�'T \\•
tII 'r ♦�\-1,7•`,„1,40,,a ♦ °'% S� "Jt \‘‘.•.•_-, - • ..-
11 a
k 7,',. !t�... •_",U_,ee-' .._:^21,
Bel Air Estate Golden Eagle
�.y'��._�. • .,_,c,7c .,.a,.- -' ' "", \' \\
es--
Ponderosa Double Eagle Bel Air Double Eagle Ponderosa
Page 5 of 7
EVALUATION REPORT Number: 1900
T"' Originally Issued: 01/15/2016 Revised: 11/05/2018 Valid Through: 01/31/2020
CALIFORNIA SUPPLEMENT
EAGLE ROOFING PRODUCTS—
CONCRETE ROOF TILES
Eagle Roofing Products
3546 N.Riverside Avenue
Rialto,CA 92377
CSI Section: 07 3216 Concrete Roof Tiles
1.0 RECOGNITION
The Eagle and Eaglelite Interlocking Concrete Roof Tiles
evaluated in IAPMO UES ER-1900 are satisfactory
alternatives to the following codes and regulations:
• 2016,2013 California Building Code(CBC)
• 2016,2013 California Residential Code(CRC)
2.0 PRODUCT USE
The Eagle and Eaglelite Interlocking Concrete Roof Tiles
may be used as a Class A, B, or C roof covering systems
complying with Sections 1505.1.1 of the CBC or R902.1.1
of the CRC; Sections 1505.1.2 of the CBC or R902.1.2 of
the CRC; or Sections 1505.1.3 of the CBC or R902.1.3 of
the CRC,respectively.
The design and installation of the Eagle and Eaglelite
Interlocking Concrete Roof Tiles shall be in accordance
with Sections 1507.3.10 and 1513 of the CBC or Section
905.3 of the CRC,as applicable,and ER-1900 with respect
to the 2015 IBC or 2015 IRC.
Eagle and Eaglelite Interlocking Concrete Roof Tiles may
be used in "new buildings located in any Fire Hazard
Severity Zone or any Wildland-Urban Interface Fire Area
designated by the enforcing agency constructed after the
application date shall comply with the provisions" in
accordance with Sections 701A.3 and 705A of the CBC or
Sections R902.1.4,R337.1.3.1 and R337.5 of the CRC, as
applicable,and with the 2015 IBC as presented in ER-1900.
For additional information about this evaluation report please visit
www.uniform-es.org or email at info@uniform-es.org
Page 6 of 7
1 ; Number:
1900
TM Originally Issued: 01/15/2016 Revised: 11/05/2018 Valid Through: 01/31/2020
FLORIDA SUPPLEMENT 1609.5 of the FBC, Building or Section 8301.2.1 of the
FBC,Residential,as applicable.
EAGLE ROOFING PRODUCTS—
CONCRETE ROOF TILES For additional information about this evaluation report please visit
www.uniform.es.org or email at info@uniform-es.org
Eagle Roofing Products
3546 N.Riverside Avenue
Rialto,CA 92377
CSI Section: 07 3216 Concrete Roof Tiles
1.0 RECOGNITION
The Eagle and Eaglelite Interlocking Concrete Roof Tiles
evaluated in IAPMO UES ER-1900 are satisfactory
alternatives to the following codes and regulations:
• 2017 and 2014 Florida Building Code, Building
(FBC,Building)
• 2017 and 2014 Florida Building Code,
Residential(FBC,Residential)
2.0 LIMITATIONS
2.1 Verification shall be provided that a quality assurance
agency audits the manufacturers quality assurance program
and audits the production quality of products,in accordance
with Section(5)(d)of Florida Rule 61G20-3.008.The quality
assurance agency shall be approved by the Commission(or
the building official when the report holder does not possess
an approval by the Commission).
2.2 Evaluation to the high-velocity hurricane zone
provisions in Sections 1518, 1620 and 1626 of the FBC,
Building and Chapter 44 of the FBC,Residential is beyond
the scope of this report.
3.0 PRODUCT USE
The design and installation of the Eagle and Eaglelite
Interlocking Concrete Roofing Tiles shall be in accordance
with the 2015 International Building Code and the 2015
International Residential Code as noted in ER-1900.From
FBC-Building Section 1507.3 and FBC-Residential Section
R905.3 we see that the installation of the Eagle Roofing
concrete roof tiles "shall be in accordance with the
requirements of the FRSA/TRI Florida High Wind Concrete
and Clay Roof Tile Installation Manual,Fifth Edition where
the Vasa is determined in accordance with" FBC, Building
Section 1609.3.1,FBC, Residential Section R301.2.1.3, or
the recommendations of RAS 118, 119 or 120.
Load combinations shall be in accordance with Sections
1605.2 or 1605.3 of the FBC,Building,as applicable.
Design wind loads shall be in accordance with Section
Page 7 of 7